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<br /> I . �� � � . � � � � �'ILL OCKER.Y DOWNSPOUT NOTE: � o IbwSObCFSpertanch)
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<br /> I \ � � 7� _� � SE���OTE � � ALL ROOF DONRJSPOUTS SHALL BC DIRECTED e� 04 cNin Du!wY! IqM D�De �
<br /> � I i I � � \ � O� TO ONE OF THE TWO LEVEL SPREADERS oe
<br /> i 70' i - \ � � O SHOWN ON THIS PLAN. NO MORE iHAN .�� Ik��4 vtlar
<br /> \� ��_ BASEMEN� � � � �,400 SF OF ROOF�MAY BE DIREGTED 10
<br /> I 1 I �'' \� � � �Q�2 Q � ��: _ 8 EACH SPRE�ADER AS DE51 NEO. HOWEVER, IF p�N hramh�.v�CB's
<br /> ` DURING CONSTI2 ADDI L ROOF +�* ���^�
<br /> � � �o � PROPOSE[1�S� \��� � \ � � \\ � r �REA S DIR D TO EITNER SP EnDER iHEN Nis I - I 2
<br /> .� � � i �, ]� \ n TH LENGTH OF THE SPREADER S ALL BE
<br /> � ' � �� ���. � � � I -- i{� IN REASED BY 1' FOR EVERY 70 F OF ROOF ppeOD j'-�� �g'�C
<br /> I I - ., � C� •., 0 R THE 1,400 SF NOTED ABOVE. yarani.ea ootc, 3�.,��'�-._�� �!- '
<br /> � ` � � �� � � ONTRACTOR TO ENSURE THA TF1E MODIi"IED � � / D �Rrr� L��--r ��}r�
<br /> I I I �" `� �N �° � � 0'� ENCH RETAINS A MINIMU FLOW PATH OF �M � �� � -`�''�
<br /> . . GAR. �LEV: � '� � � � M�� ' �
<br /> yo B BL 1 2��FEEi FROM iHE SP ADER TO NEAREST � �N
<br /> II � I — 26Z.O " �, \p� � � \� �(� P ) �� DOWIySTREAM PR9 . iY LWE ALONG THE "`'` - • �- �"0�
<br /> = J34 — `�'�'" ' � .� DiRECirON-6F�OW. '��:p, ����� � :� 6oar: roklns ?'
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<br /> ' Z I - "���� TRANSITfON ZONE `� �� �� `^ n r�� NOTES:
<br /> 0 �.� SE�' ��TQ��\ � � 4">?rvDDottDost� p : OQ � drMl(f..�°'.,6rrs) 1.TpMrsrc.ANallEecanstnir.eds.
<br /> �_ :� � � \ ` '� �OOTING DRAIN Qc ROCKERY DHAIN NOTE: o�",� ° �ryy�.7w•y�asAei �c.:k °iEbP�^�a'M��9@��
<br /> �� �rnorosm .cassl � 1 ;�, � -.°, r �m��n
<br /> — ["u°r�i (is' . bo') �� y�� � I �y+ FOOTING DRAIN MAY OUTFALL TO ANY LEVEL - -- � � Q . �
<br /> � rj71 0100100 y"" `�VEL \ ` cpREAOER N17Fi AN OVERFLOW ELEVATION ��n+u!rc% . ..trer�cAsamoyDepixeenocewr
<br /> !� SPREADER }/Tl'Q.� (� MORE THAN 1-FOOT BELOW THE LOWEST '���nCiltaa�t>mcamib�r(17']tszt
<br /> � n:, Df_VELOPE FLOW "Z I 'C rhnyrn,.�5„c)
<br /> I 1_ � Zn.kC 't ,c.�� POINT OF TFiE FOOTING DRAIN OR A 19R tY�p.k!�'tOUCdt1�CW'dOttC}.ul��' � tr„r�.p,��,��„�,pinanimu,ttv
<br /> I t aRROWS (TYP.) �`� � � I \ S7A81LIZED AREA ON TIiC SIiE THAT MECTS tm.�JrtnrlinnmJam�u
<br /> � � V � 4�I Alqnbblbucer�eovsolu!
<br /> �p THE SAME ELEVATION REOUIREMENTS. SEGTIDN A-A
<br /> I.Sup�on po�tspaoing.r rtc�wnd ly
<br /> ROCKERY NOTE' � � ROCKERY DRAINS MAY A�50 OUTFALL TO ANY �S a+iltoMhNsv+�nsusgrad�Mar,1
<br /> REFCR TO SITE PLAN PREPARED BY �v�.� �" LCvCL SPREADER WITH nN OVERFLOW MORE — ra�n:lns[�tl.
<br /> ASPI (OR ROCKERY LOCAT10N5 AND TVIAN 1-FOOT BELOW THE LOWEST POINT OF
<br /> LAYOUL REFER 70 GEOTECHNICAL �L L' iHE WALL ORAIN. OIHFRNASC TNE ROCKFRY --�------�-� � � � �����- �� ---�-- -��—��------- �----- --�
<br /> REPORT f'OR ROCKERY DESIGN D( 1AIL5. DRAIN MAY �E DIRECiFD TO A SiAI31L17fD ----- - -------- -- —
<br /> oUTrnlL LOCnnON iHni MFf iS fHE SnMF Figure 3.6 Swndard Disperoion Trench with Notched Grede Board
<br /> EICVAIIUN HEOUIREMENTS.
<br /> VAHIFS � fRAN51TI01J ZONE SH�LL
<br /> --- --12' MIN.— - �NLv DE INS1AllED ON THC
<br /> DOWNS�OPE SIUE UF NCW
<br /> GRAVFL, ASPHALT DRIVFWAY ARFAS ,,` ��,,r �
<br /> � /`OR CONCRETE d�L � � � �'�G`1" �/1
<br /> -- / DRIVEWAY , A� �- �� L
<br /> / - 2' - �o i�
<br /> L ---�------- � IANDSCAPI�JG ��� � Z 3 CALL 4B HOURS
<br /> � �J � \ 1 � � QN S' BEFORE YOU DIG
<br /> � DRAIN ROCK OR V b t?��id•�"'�q;F� .� 1-800-424-5555
<br /> ;o SUDGRAUF MATERIAL O :� / ,�
<br /> AMENDCD SOIL ' ' � - OMEGA STORMWATER SITE PLAN
<br /> REFFR i0 SHEF:1 A � i
<br /> Fok ;PE�. �• a: �v � ENGINEERING, INC. _ CHINOOK _SFR _ _
<br /> .o-;��. ;;.
<br /> lRANSITION ZONE DETAIL � � �� 2829 RockefellerAvenue DATE JOB N0. SCALE SHEET
<br /> f/i-7�z. Everett WA 98201
<br /> N.T.S. (0�425.�87.3820(� 425.259.7958 1/13/12 12-013 1" = 30' 2 OF 4
<br /> C_3y/.''h
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